Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Building Construction
Opening Date20 Dec 2023
Closing Date1 Jan 2024
Tender AmountRefer Documents
Costs
EMD
₹ 44,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
149926Tender No
149926Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work. 3.1.3 1:3:6 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).
80.14
238025
2970
3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 3.1.4 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size).
61.41
218115
3552
3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
77.19
321342
4163
3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: Upto G.F. slab
109.19
465204
4260.5
Upto F.F. slab
4.61
20090
4358
3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete: 3.12.1 Thermo-Mechanically treated bars FE 415
22918.8
1249075
54.5
2.1 Providing and fixing form work including centring, shuttering, strutting staging, propping bracing etc. complete and including its removal at all levels, for: 2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
336.06
46712
139
2.1.8 Beams, lintels, cantilevers & walls
287.32
58039
202
2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape
240.84
71529
297
2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings
35.93
8264
230
2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)
417.68
98155
235
7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: 7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)
50.13
163574
3263
7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: Upto G.F. slab
82.84
280331
3384
Upto F.F. slab
21.06
73815
3505
7.11 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level: 7.11.1 Cement Mortar 1:3 (1 cement : 3 coarse sand) 7.12 Extra for half brick work in superstructure above plinth level for every stor yor part thereof in addition to rate for upto plinth level
11.04
4471
405
7.20 Extra for providing and placing in position hopping 25x1.60 mm or 2 Nos 6mm dia MS bars reinforcement at every third course of half brick masonry.
11.04
690
62.5
10.1 Providing corrugated G.I. sheet roofing including vertical/ curved surfaces
fixed with galvanized iron, J or L hooks, bolts and nuts 8mm diameter with
bitumen and G.I. limpet washers or with G.I. limpet washers filled with
white lead including painting with primer and paint on overlapping of
sheets complete excluding the cost of purlins rafters and trusses. (Zinc
coating not less than 272 gms/sqm) 10.1.1 1.00 mm thick sheet (weight 8.60 kg/m2)
25.62
24698
964
9.18 Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer. 9.18.3 Single rebate/ mullion 100mmx50mm size, 1.25mm thick sheet.
77.4
30263
391
8.12 Providing and fixing flush door shutters, conforming to IS : 2202 (Part-I), decorative type core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges. 8.12.2 35 mm. thick (single leaf)
26.82
53774
2005
8.15 Extra for double leaf shutter instead of single leaf.
23.04
1198
52
9.13 Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer.
2112
158400
75
9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.
585.9
39548
67.5
9.11 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 40x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles including applying a priming coat of red oxide zinc chromate primer.
11.52
38362
3330
8.137 Providing and fixing stainless steel sliding door bolts with 16mm rod, 2.5mm thick flap, necessary stainless steel nuts bolts and screws etc complete. 8.137.1 300 mm
10
2380
238
8.138 Providing and fixing stainless steel door latch with 12mm rod, 2.5mm thick flap, necessary stainless steel screws etc complete. 8.138.2 300 mm
10
925
92.5
8.139 Providing and fixing stainless steel tower bolts (Barrel type) with necessary stainless steel screws etc complete. 8.139.1 250 x10mm
10
970
97
8.140.1 Providing and fixing stainless steel door handles having flap thickness 2.5mm, necessary stainless steel screws etc complete. 8.140.1 125 mm
40
900
22.5
11.2 12mm thick cement plaster of mix: 11.2.4 In Cement Mortar 1:6 (1 cement : 6 fine sand)
1073.88
98260
91.5
11.3 15mm thick cement plaster on the rough side of single or half brick wall of mix: 11.3.4 In Cement Mortar 1:6 (1 cement : 6 fine sand)
929.76
99484
107
11.1 Providing and making 6mm thick cement plaster of mix: 11.1.2 In Cement mortar 1:3 (1 cement : 3 fine sand)
100.46
8740
87
11.5 Neat Cement punning.
65.18
2151
33
12.76 Providing and laying Glazed vitrified floor tiles (GVT/PGVT) with digital print of random design with water absorption less than 0.5% and conforming to IS : 15622-2017 of 1st quality of approved make in all colours , shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete. 12.76.1 Size 600x600mm thickness 9 to 10 mm
410.26
395491
964
12.7 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete. 12.7.2 Size upto 200x300mm
45.3
29264
646
12.36 Chequered terrazzo tiles 22 mm thick with graded marble chips of size upto 6mm in floors on 25mm thick bed of cement mortar 1:6 (1 cement : 6 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles including grinding rubbing and polishing complete. 12.36.2 Medium shade using approximately. 50% white cement and 50% ordinary cement.
58.16
41470
713
12.2 25mm thick cement concrete flooring with 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) finished with floating cost of neat cement.
73.32
12098
165
9.57 Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete. 9.57.2 SS Grade 304
240.03
126016
525
14.51 Providing and applying 2mm thick ready mix exterior grade approved make putty (manufactured with COW DUNG Processing ) on walls to make the surface smooth and even.
2080.09
210089
101
14.48 Distempering with washable distemper manufactured with COW DUNG Processing to give an even shade On New work 14.48.1On new work (Two or more coats)
1143.07
60583
53
14.49 Wall Painting with Premium Emulsion ( Plastic) manufactured with COW DUNG Processing emulsion paint of required shade to give an even shade On New work 14.49.1 On new work
590.62
40753
69
14.22 Painting on new work (two or more coats) to give an even shade with: 14.22.1 Satin synthetic enamel paint
205.98
11329
55
18.1.Providing and fixing water closet squatting pan (Indian type W.C. pan ), 100mm sand cast Iron P or S trap, 10 litre low level P.V.C. flushing cistern (same colour) conforming to IS : 7231, with flush bend and other fittings and fixtures complete including cutting and making good the walls and floors wherever required : 18.1.1 White Long pattern W.C. pan of size 580 mm
2
4918
2459
18.4 Providing and fixing vitreous china water closet (European type W.C. pan) with white ISI marked plastic seat and lid, 10 litre low level white P.V.C. flushing cistern (same colour), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : 18.4.1 White pedestal type
2
5764
2882
18.17 Providing and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required : 18.17.1 White Size 550x450 mm
3
4290
1430
18.13 Providing and fixing white vitreous china urinal basin with waste fitting as per IS : 2556, and other couplings in C.P. brass complete: 18.13.1 Flat back half stall urinal of size 460x380x250mm
2
3552
1776
18.15 Providing and fixing one piece construction white vitreous china squatting plate urinal with an integral rim longitudinal flushing pipe, standard size G.I. flush pipe for back and front flush, C.P. brass coupling complete including cutting and making good the walls and floors etc. wherever required :
2
4028
2014
18.76 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete. 18.76.2 110 mm dia pipe.
185
49395
267
18.77 Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 18.77.1 Tee/ Tee with door/ Bend 45°/ Bend 90° 18.77.1.2 110 mm
70
10780
154
18.77.3 Vent covel 110 mm
3
132
44
18.77.5 "P" trap 110mmx110mm long
12
2724
227
18.77.6 Nahani trap 110x75mm
12
1086
90.5
19.2 Providing and fixing in concealed in wall 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP - R plain & brass threaded polypropylene random fittings including fixing the pipe with clamps at 1.00 m spacing, cutting chases and making good the same, testing of joints complete. 19.2.1 PN - 16 Pipe, 16 mm OD
40
5000
125
19.2.3 PN - 16 Pipe, 25 mm OD
115
23115
201
19.9 Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete: 19.9.5 40 mm dia. nominal bore
70
21560
308
19.11 Providing and fixing G.I. Union in G.I. pipe (New work) including cutting and threading the pipe and making long screws etc. complete: 19.11.3 25 mm nominal bore
6
702
117
19.13Providing and fixing 15 mm nominal bore Brass bib/stop cock of approved quality: 19.13.2 Bib cock (350 grams)
12
2844
237
19.13.3 Stop cock (350 grams)
10
2370
237
19.14 Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required: 19.14.2 Long nose bib cock (500 grams)
3
1365
455
19.15 Providing and fixing stainless steel drain jali of approved make/quality.
12
612
51
19.42 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
2000
14600
7.3
19.47 Constructing masonry Chamber 30x30x50 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design :
10
7540
754
19.48 Constructing masonry Chamber 60x60x75 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
4
18576
4644
20.31 Providing and constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
2
3418
1709
11.32 Providing and making 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 fine sand) per cm width: 11.32.3 Raised Band
515.6
1701
3.3
3.14 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer.
241.47
10504
43.5
7.14 Half brick thick honey comb brick work with modular well burnt clay bricks of crushing strength not less than 25 kg/sqcm and water absorption not more than 20% upto plinth level. 7.14.1 Cement Mortar 1:3 (1 cement : 3 coarse sand)
38.4
12480
325
21.14 Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately). 21.14.1 Stone boulders of size range 5 cm to 20 cm, in recharge pit
13.5
11651
863
21.14.2 Gravels of size range 5 mm to 10 mm, over the existing layer of boulders
13.5
10881
806
21.14.3 Coarse sand of size range 1.5 mm to 2 mm over existing layer of gravel
13.5
6359
471
21.17 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well within the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable)
1
1502
1502
21.1 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level. 21.1.1 All types of soil 21.1.1.3 150 mm dia.
15
5085
339
21.1.2 Rocky strata including Boulders. 21.1.2.3 150 mm dia.
75
29700
396
21.5 Supplying, assembling, lowering and fixing in vertical position in bore well, ISI marked G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part-1&Part-2) 1992 with IVth revision (Up-to-date amendments), of reputed & approved make, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer- in-charge. 21.5.3 150 mm nominal dia
92.38
120459
1304
21.2 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge beyond 90 metre & upto 150 metre depth below ground level. 21.2.1All types of soil 21.2.1.3 150 mm dia.
10
3710
371
21.2.2 Rocky strata including Boulders. 21.2.2.3 150 mm dia
50
21200
424
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